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1、*学院毕业设计说明书分部分项工程量计算表表63工程名称：*8#楼序号项目名称单位工程量工程量计算式一、建筑面积建筑面积m24381.86地下室：（3.60.12）（3.63.40.12）（4.20.24）（3.60.12）（4.20.30.12）4（3.91.30.12）（3.43.60.60.24）（0.61.20.12）（1.30.62）6600.20 m2一层：600.20（40.6）20.70.460.5626.96 m2二至五层：626.96（3.40.24）1.20.5242525.31 m2六层：626.962.70.90.52629.39 m2600.20626.962525.
2、31629.394381.86 m2二、土、石方工程1平整场地m2626.96600.20（40.6）20.70.460.5626.96 m22挖基础土方m31727.22785.12.21727.22 m33土方回填m3217.79（0.30.85）2.20.5（51.60.612.70.6）20.6133.43.62.54.23（2.40.6）（4.20.6）2.2217.79 m3三、桩与地基基础工程4预制钢筋混凝土桩（8,8）根53535预制钢筋混凝土桩(10，10)根5656四、砌筑工程6地下室外墙m354.79（51.612.7）20.6134.232.53.43.61.24163
3、.3 m0.25（163.32.516.92门窗）28.58构造柱14.46圈梁54.79 m37地下室内墙m380.213.00.24（3.60.24）23.90.247.00.60.244.20.244.00.246（4.50.24）37.00.244.20.24185.62 m0.24（185.622.536.8门窗）8.44构造柱13.07圈梁0.82过梁80.21m38一至六层外墙m3323.360.24（51.611.5）20.663.43.62.54.2316.8353.81窗190.08门1.212.3372.09构造柱61.29圈梁14.56过梁323.36 m39门厅墙m3
4、4.950.37（2.60.622）4.21.84.034.96构造柱4.95 m310一至六层内墙（240）m3653.33（3.60.60.243.40.244.20.247.00.243.60.243.90.243.60.244.00.24）6（4.20.30.24）3（3.43.60.24）4.20.24208.180.24（208.1816.8470.98）25.48构造柱36.57圈梁10.97过梁653.33 m311一至六层内墙（120）m331.950.12（3.60.60.24）6（2.80.12）631.95 m312女儿墙m322.940.24（51.60.2412.7
5、0.24）20.6123.43.60.242.54.20.244.220.622.94 m3五、混凝土及钢筋混凝土工程13素混凝土垫层m378.5151.623.64.04.03.61.21.23.64.04.03.6（3.63.9）82.623.6104.26（4.20.3）9（3.63.4）63.41.220.840.1（3.60.24）2（3.60.60.24）（3.90.24）（3.40.24）（3.63.90.24）（3.60.24）（4.20.24）（40.24）（4.20.24）（1.30.12）（1.23.63.40.24）60.178.51 m314地下室GZ1m35.15（
6、0.240.242.50.018马牙槎2边）22（0.240.242.50.018马牙槎3边）6 5.15 m315地下室GZ3m31.78（0.240.272.50.018马牙槎2边）91.78 m316地下室GZ5m31.51（0.240.362.50.018马牙槎2边）61.51 m317一至六层GZ1m377.86（0.240.242.80.020马牙槎2边）（336）（0.240.242.80.020马牙槎3边）（276）（0.240.241.80.020马牙槎2边）1577.86 m318一至六层GZ2m313.36（0.240.182.80.020马牙槎2边）（126）（0.24
7、0.181.80.020马牙槎1边）1513.36 m319一至六层GZ3m316.66（0.240.272.80.020马牙槎3边）（9125）16.66 m320一至六层GZ4m316.74（0.240.542.80.020马牙槎3边）（66）（0.240.541.80.020马牙槎1边）616.74 m321一至六层GZ5m31.81（0.240.362.80.020马牙槎3边）61.81 m322一至六层GZ6m34.96（0.240.374.20.020马牙槎2边）124.96 m323异型柱DGAZ1m313.170.25（0.30.25）0.250.32.50.018马牙槎2边1
8、60.25（0.30.25）0.250.32.50.018马牙槎3边713.17 m324异型柱DGAZ2m36.810.30.25（0.250.350.25）0.250.580.252.50.018马牙槎3边66.81 m325异型柱DGAZ3m30.800.40.252.50.018马牙槎1边30.80 m326异型柱DGAZ4m34.64（0.30.25）0.250.050.25（0.250.3）0.252.50.018马牙槎3边64.64 m327异型柱DGAZ5m32.69（0.30.25）0.250.080.252.50.018马牙槎3边62.69 m328异型柱DGAZ6m30.
9、47（0.30.25）0.250.110.252.50.018马牙槎3边10.47 m329基础梁CTL1m31.520.60.55（3.41.22）1.52 m330基础梁CTLm3113.820.60.55（51.623.64.04.03.61.21.23.64.04.03.6（3.63.9）82.623.6104.26（4.20.3）9（3.63.4）6113.82 m331L1:梁底标高-0.350m31.170.20.33.2461.17 m332L2:梁底标高-0.350m31.570.240.33.6461.57 m333LL:梁底标高-0.350m30.150.250.32.0
10、10.15 m334YTL1:梁底标高 -0.350m31.56（0.240.351.80.240.31.5）61.56 m335YTL2:梁底标高 -0.450m31.31（0.240.452.700.240.41.5）31.31 m336YTL3:梁底标高 -0.400m31.530.20.34.2461.53 m337L1:梁底标高2.450m30.870.150.33.2460.87 m338L2:梁底标高2.400m32.090.240.354.1462.09 m339L3:梁底标高2.450m31.570.240.33.6461.57 m340L4:梁底标高2.450m31.270
11、.240.32.9461.27 m341YTL1:梁底标高 2.450m31.56（0.240.351.80.240.31.5）61.56 m342YTL2:梁底标高 2.350m31.31（0.240.452.700.240.41.5）31.31 m343YTL3:梁底标高 2.400m31.530.20.34.2461.53 m344L1:梁底标高5.250m30.870.150.33.2460.87 m345L2:梁底标高5.200m32.090.240.354.1462.09 m346L3:梁底标高5.250m31.570.240.33.6461.57 m347L4:梁底标高5.250
12、m31.270.240.32.9461.27 m348YTL1:梁底标高 5.250m31.56（0.240.351.80.240.31.5）61.56 m349YTL2:梁底标高 5.150m31.31（0.240.452.700.240.41.5）31.31 m350YTL3:梁底标高 5.200m31.530.20.34.2461.53 m351L1:梁底标高8.050m30.870.150.33.2460.87 m352L2:梁底标高8.000m32.090.240.354.1462.09 m353L3:梁底标高8.050m31.570.240.33.6461.57 m354L4:梁底标高8.050m31.270.240.32.9461.27 m355YTL1:梁底标高 8.050m31.56（0.240.351.80.240.31.5）61.56 m356YTL2:梁底标高 7.95
